Evaluation of Deterioration of Structural Concrete Due to Chloride Intrusion and Other Damaging Mechanisms
Kentucky's bridges continue to age and experience distress. The intrusion of chlorides into concrete remains the primary mechanism for deterioration. It leads to reinforcing steel corrosion that damages the adjoining concrete structure. This study found problematic chloride concentrations in Kentucky concrete bridge elements (decks, pier caps, abutments). Chloride levels have been found at concentrations sufficient to initiate reinforcing steel corrosion. In some cases, chloride concentrations were sufficient to cause accelerated corrosion and produce major section loss of reinforcing steel. Advanced stages of corrosion such as these typically require costly repairs and maintenance to extend the service life of bridges. Field inspections and laboratory analyses conducted during this study verified the ongoing problem of concrete deterioration across bridges within Kentucky's transportation network.
- Record URL:
-
Corporate Authors:
Kentucky Transportation Center
University of Kentucky
Lexington, KY United States 40506Kentucky Transportation Cabinet
200 Mero Street
Frankfort, KY United States 40622Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Howell, Brian
- Hopwood II, Theodore
- Meade, Bobby W
- Palle, Sudhir
- Publication Date: 2015-9
Language
- English
Media Info
- Media Type: Digital/other
- Edition: Final Report
- Features: Appendices; Figures; Photos; References; Tables;
- Pagination: 98p
Subject/Index Terms
- TRT Terms: Chlorides; Concrete bridges; Corrosion; Evaluation; Inspection; Laboratory tests; Reinforcing steel
- Geographic Terms: Kentucky
- Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation; I60: Maintenance;
Filing Info
- Accession Number: 01581023
- Record Type: Publication
- Report/Paper Numbers: KTC-14-03/SPR10-406-1F
- Contract Numbers: KYSPR 10-406
- Files: TRIS, ATRI, USDOT, STATEDOT
- Created Date: Nov 20 2015 5:12PM